load pile.xlsm

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ
1																	MasterSheet	Load Factors

2		Company:	Your Company					PileLoads Ver:991112 Ó 1999 Techno Consultants										Analysis 1: Overturning		Node Direction	FALSE
3			Street 1, Town 2, Country 3					User Registration No:		Unregistered Copy
4		Address:	Tel: 0000-000 0000 Fax: 0000-000 0000					Made by	Date		Page No							LL	0.0	TRUE	0	1
5		Project:	Example 1 for PileLoads					SURK	November 12, 1999		44							DL	1.0	Wind direction	FALSE
6		Client:	XYZ Co					Checked	Revision		Job No							WL	1.4	TRUE	1
7		Element:	A pile cap with two stanchions and two piles for a pipe bridge					EK	C		7865							Analysis 2: Design
8		Node Direction of Pile Cap			Pile Cap Properties													LL	1.0
9					Density:	25 kN/m3	Thickness:	1.4 m	Weight kN:	112.00								DL	1.0
10		Node	Node Positions		Area m2	Ixx cg m4	Iyy cg m4	Ixy m4	Xcg orig m	Ycg orig m								WL	1.0	Pile Cap Nodes
11		Ref	Xorigin	Yorigin	3.200	0.267	2.731	0.000	0.000	0.000										Xcentroid	Ycentroid	Xa	Ya	Xb	Yb	Aa	Ab	Xac	Yac	Xbc	Ybc	Ixxo	Iyyo	Ixyo	Xcg	Ycg
12		Node 1	1.6	0.5																1.600	0.500	1.600	0.500	0.000	-1.000	0	0	1.600	0.25	1.600	0.167	0	0	0	0	0
13		Node 2	1.6	-0.5																1.600	-0.500	1.600	-0.500	-3.200	0.000	1.6	0	0.000	-0.25	-0.533	-0.500	0.1333333333	1.365333333	0	0	-0.4
14		Node 3	-1.6	-0.5																-1.600	-0.500	-1.600	-0.500	0.000	1.000	0	0	-1.600	-0.25	-1.600	-0.167	0	0	0	0	0
15		Node 4	-1.6	0.5																-1.600	0.500	-1.600	0.500	3.200	0.000	1.6	0	0.000	0.25	0.533	0.500	0.1333333333	1.365333333	0	0	0.4
16		End Node	1.6	0.5																1.600	0.500	1.600	0.500
17		Details of Applied Moments & Vertical Loads								Overturning Moments: 0.0 LL+1.0 DL+1.4 WL				Design Moments: 1.0 LL +1.0 DL +1.0 WL						-1.6	-0.5						3.2					0.2666666667	2.730666667	0	0	0
18		Load	Applied Moments in kN-m and Loads in kN				Load Positions, m			Case 1: Wind yy		Case 2: Wind xx		Case 3: Wind yy		Case 4: Wind xx				1.6	0.5											Ixxc	Iyyc	Ixyc
19		Ref	LL	DL	WL y-dir	WL x-dir	Xorigin	Yorigin		Mxx kN-m	Myy kN-m	Mxx kN-m	Myy kN-m	Mxx kN-m	Myy kN-m	Mxx kN-m	Myy kN-m			3.2	1	312.5										0.2666666667	2.730666667	0
20		Mxx								0.00		0.00		0.00		0.00				Load Co-ordinates
21		Myy								0.00	9.96	0.00	-44.89	0.00	15.15	0.00	-24.03			Xcentroid	Ycentroid
22		Load 1	6.25	12	0	-47.2	0.83	0		0.00	-9.96	0.00	-64.81	0.00	-17.22	0.00	-56.40			0.830	0.000
23		Load 2	8.75	12	0	47.2	-0.83	0		0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00			-0.830	0.000
24		CapSWt 3		112.000			0.000	0.000		Resultant Moments Myy & Mxx kN-m										Selt Wt
25		Totals	15.000	136.000	0.000	0.000				0.00	0.00	0.00	-109.69	0.00	-2.08	0.00	-80.43			0.000	0.000	0	K1	68		68		75.5		75.5
26		Direction of Wind Loading								Resultant Vertical Loads kN													K2	0		-38.08777778		-0.7204861111		-27.92604167
27		Pile Positions & Properties								136.00 kN		136.00 kN		151.00 kN		151.00 kN							K3	0		0		0		0
28		Pile	Pile Positions, m		Pile Positions, m		Inertia			Induced Pile Loads										Pile Positions
29		Ref	Xorigin	Yorigin	Xcentroid	Ycentroid	Ix cg=åy2	Iy cg=åx2	Ixy cg=åxy											Xcentroid	Ycentroid
30		Pile 1	1.2	0	1.200	0.000	0.000	1.440	0.000	68.00 kN		22.29 kN		74.64 kN		41.99 kN				1.200	0.000
31		Pile 2	-1.2	0	-1.200	0.000	0.000	1.440	0.000	68.00 kN		113.71 kN		76.36 kN		109.01 kN				-1.200	0.000
32		Group cg	0.000	0.000			0.000	2.880	0.000	136.00 kN		136.00 kN		151.00 kN		151.00 kN				Pile x-range	Pile Yrange
33		Note: Greyed cells represent user input																		0.000	0.000	Origin
34	NB	Analyse for two wind directions when finding the Critical design loads for Unsymmetrical Loading and or Arrangement of Piles. To do so, click As-Data and Opposite radio buttons in turn.
35		The signs of Wind Moments and Vertical Loads should be consistent for each Wind Direction.									All input distances are from an origin chosen at a convenient point by the user.
36		LIMITS:	Pile Cap Nodes cannot be less than 3				Applied Loads cannot be less than 2				Piles cannot be less than 2
37		To delete a specific NODE, LOAD or PILE, select a cell in its row and click the corresponding Delete button.																	Ó 1999 Dr Shaiq Khan, Techno Consultants Ltd
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